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Wood Beam <br />LIC# : KW-06019053, Build:20.22.8.17 BDP Engineering, Inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:R.R.-1 <br />Project File: 2024-106 calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C LC CCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />1.00Length = 10.0 ft 1 0.126 0.042 1.60 1.300 1.15 1.00 1.00 0.17 272.22 2152.80 0.07 288.001.00 12.18 <br />1.00Length = 1.50 ft 2 0.012 0.042 1.60 1.300 1.15 1.00 1.00 0.02 25.64 2152.80 0.02 288.001.00 12.18 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3262 4.972 0.0000 0.000 <br />+D+Lr2 0.0000 4.972 -0.1476 1.500 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.247 0.334 <br />Overall MINimum 0.130 0.176 <br />D Only 0.117 0.158 <br />+D+Lr 0.247 0.334 <br />+D+0.750Lr 0.215 0.290 <br />+0.60D 0.070 0.095 <br />Lr Only 0.130 0.176